Theory of Structures The ratio of crippling loads of a column having both the ends fixed to the column having both the ends hinged, is 2 3 1 4 2 3 1 4 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The vertical reaction for the arch is wa/2l wa²/2l wl/a wa/l wa/2l wa²/2l wl/a wa/l ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures In case of a simply supported rectangular beam of span L and loaded with a central load W, the length of elasto-plastic zone of the plastic hinge, is L/5 L/3 L/2 L/4 L/5 L/3 L/2 L/4 ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The locus of the moment of inertia about inclined axes to the principal axis, is Parabola Circle Straight line Ellipse Parabola Circle Straight line Ellipse ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The maximum magnitude of shear stress due to shear force F on a rectangular section of area A at the neutral axis, is F/A 2F/3A 3F/2A F/2A F/A 2F/3A 3F/2A F/2A ANSWER DOWNLOAD EXAMIANS APP
Theory of Structures The ratio of the length and diameter of a simply supported uniform circular beam which experiences maximum bending stress equal to tensile stress due to same load at its mid span, is 1/3 1/8 1/4 1/2 1/3 1/8 1/4 1/2 ANSWER DOWNLOAD EXAMIANS APP